S-20-26_PLANS.pdf

G001

COVER SHEET

RVi Planning Landscape Architecture Fort Collins, CO Craig Russell, Principal in Charge crussell@rviplanning.com 970.631.2072 Violet Kennedy, Associate PM vkennedy@rviplanning.com

Irrigation Engineers Fort Collins, CO Tim Grote tim@irrigationengineers.com

GENERAL

G001 - COVER SHEET

SITE

EX100 - SITE SURVEY/ EXISTING CONDITIONS

LD100 - PROTECTION AND DEMOLITION PLAN

LD101 - OVERALL LANDSCAPE DEMO PLAN

LG101 - OVERALL GRADING PLAN

LG401 - GRADING ENLARGEMENT PLAN & POINTS

UT101 - OVERALL UTILITY PLAN

S-1 - STRUCTURAL - FOUNDATION PLAN & DETAIL

LS101 - OVERALL SITE PLAN

LS101B - OVERALL SITE PLAN - ADD ALTERNATE

LS401 - SITE ENLARGEMENT PLAN

LS501 - SITE DETAILS

LS502 - SITE DETAILS

LS503 - SITE DETAILS

LS504 - SITE DETAILS

LS505 - SITE DETAILS

LS506 - SITE DETAILS

LS507 - SITE DETAILS

ELECTRICAL

E1 - NOTES, SCHEDULES & ONE-LINE DIAGRAM

E2 - SITE ELECTRICAL PLAN

IRRIGATION

IR-1 IRRIGATION PLAN

IR -2 IRRIGATION DETAILS

LANDSCAPE

LP101 - OVERALL LANDSCAPE PLAN

LP501 - LANDSCAPE DETAILS

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710 S Lions Park Dr, Cheyenne, WY 82001- CHEYENNE BOTANIC GARDENS

CONTEXT PLAN

BID SET

DESIGN TEAM

EDUCATION, AGRICULTURE & TRIAL (E.A.T.) GARDEN

DISCOVERY POND

LIST OF DRAWINGS

CAREY AVENUE

SHANE SMITH

GRAND

CONSERVATORY

SLOAN'S LAKE

PERSPECTIVE RENDERING

Integrated MEP Fort Collins, CO Larry Smith larry-s@int-mep.com

CivilWorx LLC Cheyenne, WY Kelly W. Hafner Kelly.Hafner@Civilworxeng.com

PROJECT SITE

Print Quality Control

CAREY AVENUE

CONC. PATH

SOLAR PANEL

SHED

TIMBER/CRUSHER

FINES STEPS, TYP.

HISTORIC

STONE WALL

CMU WALL

GATED ENTRANCE

CHAINLINK FENCE,

TYP.

ROLLOVER CURB

VERTICAL CURB

TOP SOIL

W/ MISC.

VEGETATION

TURF

TURF

TOP SOIL

W/ MISC.

VEGETATION

WOOD TRELLIS

EXISTING ELEC. PANEL

EXISTING CONCRETE SURFACE

EXISTING CONDITIONS LEGEND:

LIMIT OF WORK

EXISTING TREE/LARGE SHRUBS(S)

EXISTING LANDSCAPE SURFACE

EXISTING CHAINLINK FENCE LINEX X X X

EXISTING IRRIGATION

BASIS OF BEARINGS:

WYOMING STATE PLANE COORDINATES,

EAST ZONE, NAD83-2011,

US SURVEY FEET, DISTANCES ARE GRID

DISTANCES

ELEVATIONS:

NAVD88, BASED ON BENCHMARK C-90

EXISTING STORM MANHOLE

EXISTING CONDITIONS NOTES:

1. CONTRACTOR TO VISIT SITE AND VERIFY

EXISTING SITE CONDITIONS AND LIMIT OF WORK .

2. CONTRACTOR TO REPORT DISCREPANCIES

BETWEEN THE DRAWINGS AND ACTUAL FIELD

CONDITIONS TO OWNER AND DESIGN TEAM

BEFORE DEMOLITION AND/OR CONSTRUCTION

BEGINS.

3. EXISTING UNDERGROUND AND OVERHEAD

PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE

INDICATED ACCORDING TO THE BEST

INFORMATION AVAILABLE TO THE DESIGN TEAM.

THE DESIGN TEAM DOES NOT GUARANTEE THE

ACCURACY OF SUCH INFORMATION. EXISTING

UTILITY MAINS AND SERVICES MAY NOT BE

STRAIGHT LINES OR AS INDICATED ON THESE

DRAWINGS. THE CONTRACTOR SHALL BE

RESPONSIBLE TO CALL ALL UTILITY COMPANIES

(PUBLIC AND PRIVATE) PRIOR TO ANY

CONSTRUCTION TO VERIFY EXACT UTILITY

LOCATIONS.

4. VERIFY WITH OWNER IF ANY SITE

CONDITIONS/OBJECTS/FURNISHINGS ARE TO BE

RETURNED TO OWNER PRIOR TO DEMOLITION

AND/OR CONSTRUCTION.

0 10'20' 20' 40' N O R T H

EX101

EXISTING SITE

CONDITIONS

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TREE PROTECTION/DEMOLITION LEGEND:

EXISTING TREE(S)

REMOVE EXISTING TREE

(DIAGRAMMATIC)

TREE PROTECTION FENCE (DIAGRAMMATIC)

RE: LD100 TREE PROTECTION DETAIL

PAVEMENT SAWCUT

CONSTRUCTION LIMITS - BASE BID

(OR AS DEFINED IN FIELD)

REMOVE EXISTING CONCRETE PAVEMENT

OR SIDEWALK

CLEAR & GRUB

REMOVE & DISPOSE OF SOD

SALVAGE & STOCKPILE EXISTING COBBLE

DEMOLITION NOTES:

1. THE DEMOLITION LIMITS SHOWN ON THIS

DRAWING ARE APPROXIMATE AND ARE FOR

REFERENCE ONLY. DEMOLITION COSTS MAY

VARY DUE TO ACTIVE CONSTRUCTION SITE

LIMITS OF DISTURBANCE.

2. THE CONTRACTOR SHALL PROTECT ALL EXISTING

FEATURES THAT ARE NOT TO BE REMOVED

ADJACENT TO THE CONSTRUCTION AREA

INCLUDING, BUT NOT LIMITED TO, ADJACENT

BUILDINGS, FOUNDATIONS, PARKING AREAS AND

ABOVE GROUND OR UNDERGROUND UTILITIES.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR

ANY DAMAGE THAT SHOULD OCCUR TO ANY

ON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY

OR FEATURE AS A RESULT OF THE

CONSTRUCTION PROCESS FOR THIS PROJECT.

3. CURB, GUTTER AND SIDEWALK SHALL BE

REMOVED TO THE NEAREST JOINT.

4. ACCESS TO PUBLIC FACILITIES SHALL BE

PROVIDED DURING CONSTRUCTION ACTIVITIES

TO THE EXTENT FEASIBLE. ANY CLOSURES OF

ACCESS REQUIRED FOR CONSTRUCTION SHOULD

BE COORDINATED WITH THE OWNER.

5. ALL TREES MARKED AS PROTECT ARE TO

REMAIN. REFERENCE TREE PROTECTION PLANS

AND TREE PROTECTION PER CITY STANDARDS.

TREE PROTECTION GENERAL NOTES:

1. DRIPLINE OF TREES IS DIAGRAMMATIC ,

CONTRACTOR TO CONFIRM DRIPLINE AND

MAKE ADJUSTMENTS TO TREE

PROTECTION FENCING AS NEEDED.

2. REFER TO TREE PROTECTION NOTES AND

DETAILS ON SHEET TITLED "TREE

PROTECTION/REMOVAL PLAN GENERAL

NOTES AND SCHEDULES" FOR MORE

INFORMATION.

3. CLEAR AND GRUB THE UNDERSTORY OF

TREE PROTECTION AREAS, UNLESS NOTED

OTHERWISE

4. CONTRACTOR TO TAKE EXTRA

PRECAUTION NOT TO DISTURB OR DAMAGE

CRITICAL ROOT ZONE WHILE REMOVING

PAVING AND SUBBASE.

5. TREE PROTECTION AND CRITICAL ROOT

ZONE EXTENTS AS SHOWN ARE

APPROXIMATE AND TO BE FIELD VERIFIED.

6. CITY FORESTER TO APPROVE TREE

PROTECTION FENCING BEFORE ANY

CONSTRUCTION ACTIVITIES ON SITE.

TREE PROTECTION NOTES:

1. EXISTING TREES TO BE PRESERVED IN PUBLIC RIGHT OF WAY (ROW) OR PUBLIC PLACE SHALL BE

PROTECTED PER OCF STANDARDS AND PRACTICES. TREE PROTECTION SHALL BE;

1.A. INSTALLED PRIOR TO COMMENCEMENT OF DEMOLITION AND/OR CONSTRUCTION ACTIVITIES

1.B. INSPECTED AND APPROVED BY OCF STAFF

1.C. REMAIN IN PLACE AND AS APPROVED UNTIL CERTIFICATE OF OCCUPANCY OR SUBSTANTIAL

COMPLETION AND FINAL ACCEPTANCE IS ISSUED

2. TREE PROTECTION REQUIREMENTS;

2.A. TREE PROTECTION ZONE (TPZ) SHALL BE INSTALLED AT THE DRIPLINE, FURTHEST EXTENT OF

TREE CANOPY, OR IS EQUAL TO EIGHTEEN INCHES RADIALLY FROM THE TREE FOR EVERY

ONE INCH OF TRUNK DIAMETER AT BREAST HEIGHT (DBH = 4.5' ABOVE SOIL LINE),

WHICHEVER IS GREATER

2.B. INSTALL SIX FOOT (6') CHAIN LINK FENCING PRIOR TO COMMENCEMENT OF PROJECT

CONSTRUCTION ACTIVITIES

2.C. OCF STAFF SHALL INSPECT AND APPROVE BOUNDARIES OF TREE PROTECTION ZONE(S)

PRIOR TO COMMENCEMENT OF DEMOLITION OR CONSTRUCTION ACTIVITIES

2.D. ONCE TPZ IS IN PLACE, THE FOLLOWING ARE NOT PERMITTED WITHIN TPZ WITHOUT PRIOR

WRITTEN APPROVAL FROM OCF:

2.D.1. ENTRANCE AND/OR ACCESS

2.D.2. MOVING, RESIZING, REMOVING, OR ALTERING IN ANY MANNER

2.D.3. STORAGE OF MATERIALS/DEBRIS/EQUIPMENT

2.D.4. CONSTRUCTION ACTIVITIES INCLUDING BUT NOT LIMITED TO; ROTOTILLING, TRENCHING, GRADING, INSTALLATION OF UNDERGROUND UTILITIES AND/OR SITE IMPROVEMENTS, LANDSCAPING, IRRIGATION WORK

2.D.5. IRRIGATION LINE WORK SHALL BE COMPLETED BY DIRECTIONAL BORE

2.D.6. "TREE PROTECTION ZONE" SIGNS SHALL REMAIN IN PLACE AS POSTED BY OCF AND

SHALL BE MAINTAINED IN THE CONDITION IN WHICH THEY WERE INSTALLED

2.D.7. TREE PRUNING FOR CLEARANCE ISSUES MUST HAVE PRIOR AUTHORIZATION BY OCF

STAFF

2.D.8. NO ROOT 2 INCHES OR LARGER SHALL BE CUT; CONSULT WITH OCF STAFF

3. EXISTING ROW OR PUBLIC PLACE TREES APPROVED FOR REMOVAL BY OCF MUST BE PROTECTED

IN PLACE UNTIL REMOVED BY AN OCF-LICENSED TREE CONTRACTOR;

3.A. AN OCF TREE REMOVAL PERMIT IS REQUIRED

3.B. TREE REMOVAL PERMITS ARE NOT INCLUDED WITH BUILDING PERMITS AND/OR PLAN

APPROVAL AND MUST BE OBTAINED SEPARATELY FROM THE OCF

3.C. FAILURE TO PROTECT TREES UNTIL REMOVAL OR REMOVING WITHOUT A OCF-ISSUED PERMIT

WILL RESULT IN NOTICE OF VIOLATION AND/OR MAY INCLUDE CITATIONS/FINES

4. CLEAR VISIBILITY INTO TPZ MUST BE MAINTAINED. ALL CONSTRUCTION BANNERS, SCREENS, BARRIERS, AND/OR SIGNS (EXCEPT OCF-POSTED TPZ SIGNS) MUST BE SEMI-TRANSPARENT AND

NOT IMPEDE INSPECTION OF TPZ BY OCF STAFF

5. FOR PROJECTS WITH A DURATION OF 5 DAYS OR LONGER;

5.A. PROTECTED TREES SHALL BE DEEP-ROOT WATERED AT A MINIMUM INTERVAL OF ONCE PER

WEEK WHEN TEMPERATURES ARE AT OR ABOVE 40-DEGREES F

5.B. TREES SHALL BE WATERED AT THE RATE OF 20 GALLONS PER INCH CALIPER

5.C. INSECT AND DISEASE TREATMENTS SHALL BE APPLIED WHEN NECESSARY OR AS ORDERED

BY OCF

6. OCF MAY ASK FOR DOCUMENTED PROOF OF WATERING AND/OR TREATMENT.

DEMOLITION KEY:

SAWCUT EXISTING PAVEMENT (ENTIRE PERIMETER OF PROJECT LIMITS)

REMOVE EXISTING CONCRETE PAVEMENT OR SIDEWALK

CLEAR & GRUB

FIELD VERIFY UTILITIES. RE: UTILITY PLAN FOR MORE INFO

REMOVE & DISPOSE OF EXISTING SOD

REMOVE & DISPOSE OF EXISTING SHED

REMOVE & DISPOSE OF EXISTING CHAINLINK FENCE

REMOVE & DISPOSE OF EXISTING TIMBER STEPS AND CRUSHER FINES

REMOVE EXISTING TREE

PROTECT EXISTING TREE

SOLAR PANEL TO BE SALVAGED AND RELOCATED

SALVAGE & STOCKPILE EXISTING COBBLE

PROTECT EXISTING PATHWAY

PROTECT EXISTING SITE FURNISHINGS/ELEC INFRASTRUCTURE

REMOVE EXISTING CMU WALL

SALVAGE EXISTING DONOR PLAQUES & RETURN TO OWNER

REMOVE & DISPOSE OF EXISTING WOOD TRELLIS

A B C D E F G H I J K L M N O P Q

LD100

PROTECTION AND

DEMOLITION NOTES

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PROTECT & PRESERVE

EXISTING HISTORIC WALL

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CAREY AVENUE

SHANE SMITH GRAND

CONSERVATORY

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TREE PROTECTION/DEMOLITION LEGEND:

EXISTING TREE(S)

REMOVE EXISTING TREE

(DIAGRAMMATIC)

TREE PROTECTION FENCE (DIAGRAMMATIC)

RE: LD100 TREE PROTECTION DETAIL

PAVEMENT SAWCUT

CONSTRUCTION LIMITS - BASE BID

(OR AS DEFINED IN FIELD)

REMOVE EXISTING CONCRETE PAVEMENT

OR SIDEWALK

CLEAR & GRUB

REMOVE & DISPOSE OF SOD

SALVAGE & STOCKPILE EXISTING COBBLE

DEMOLITION NOTES:

1. THE DEMOLITION LIMITS SHOWN ON THIS

DRAWING ARE APPROXIMATE AND ARE FOR

REFERENCE ONLY. DEMOLITION COSTS MAY

VARY DUE TO ACTIVE CONSTRUCTION SITE

LIMITS OF DISTURBANCE.

2. THE CONTRACTOR SHALL PROTECT ALL EXISTING

FEATURES THAT ARE NOT TO BE REMOVED

ADJACENT TO THE CONSTRUCTION AREA

INCLUDING, BUT NOT LIMITED TO, ADJACENT

BUILDINGS, FOUNDATIONS, PARKING AREAS AND

ABOVE GROUND OR UNDERGROUND UTILITIES.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR

ANY DAMAGE THAT SHOULD OCCUR TO ANY

ON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY

OR FEATURE AS A RESULT OF THE

CONSTRUCTION PROCESS FOR THIS PROJECT.

3. CURB, GUTTER AND SIDEWALK SHALL BE

REMOVED TO THE NEAREST JOINT.

4. ACCESS TO PUBLIC FACILITIES SHALL BE

PROVIDED DURING CONSTRUCTION ACTIVITIES

TO THE EXTENT FEASIBLE. ANY CLOSURES OF

ACCESS REQUIRED FOR CONSTRUCTION SHOULD

BE COORDINATED WITH THE OWNER.

5. ALL TREES MARKED AS PROTECT ARE TO

REMAIN. REFERENCE TREE PROTECTION PLANS

AND TREE PROTECTION PER CITY STANDARDS.

TREE PROTECTION GENERAL NOTES:

1. DRIPLINE OF TREES IS DIAGRAMMATIC ,

CONTRACTOR TO CONFIRM DRIPLINE AND

MAKE ADJUSTMENTS TO TREE

PROTECTION FENCING AS NEEDED.

2. REFER TO TREE PROTECTION NOTES AND

DETAILS ON SHEET TITLED "TREE

PROTECTION/REMOVAL PLAN GENERAL

NOTES AND SCHEDULES" FOR MORE

INFORMATION.

3. CLEAR AND GRUB THE UNDERSTORY OF

TREE PROTECTION AREAS, UNLESS NOTED

OTHERWISE

4. CONTRACTOR TO TAKE EXTRA

PRECAUTION NOT TO DISTURB OR DAMAGE

CRITICAL ROOT ZONE WHILE REMOVING

PAVING AND SUBBASE.

5. TREE PROTECTION AND CRITICAL ROOT

ZONE EXTENTS AS SHOWN ARE

APPROXIMATE AND TO BE FIELD VERIFIED.

6. CITY FORESTER TO APPROVE TREE

PROTECTION FENCING BEFORE ANY

CONSTRUCTION ACTIVITIES ON SITE.

DEMOLITION KEY:

SAWCUT EXISTING PAVEMENT (ENTIRE PERIMETER OF PROJECT LIMITS)

REMOVE EXISTING CONCRETE PAVEMENT OR SIDEWALK

CLEAR & GRUB

FIELD VERIFY UTILITIES. RE: UTILITY PLAN FOR MORE INFO

REMOVE & DISPOSE OF EXISTING SOD

REMOVE & DISPOSE OF EXISTING SHED

REMOVE & DISPOSE OF EXISTING CHAINLINK FENCE

REMOVE & DISPOSE OF EXISTING TIMBER STEPS AND CRUSHER FINES

REMOVE EXISTING TREE

PROTECT EXISTING TREE

SOLAR PANEL TO BE SALVAGED AND RELOCATED

SALVAGE & STOCKPILE EXISTING COBBLE

PROTECT EXISTING PATHWAY

PROTECT EXISTING SITE FURNISHINGS/ELEC INFRASTRUCTURE

REMOVE EXISTING CMU WALL

SALVAGE EXISTING DONOR PLAQUES & RETURN TO OWNER

REMOVE & DISPOSE OF EXISTING WOOD TRELLIS

A B C D E F G H I J K L M N O P Q

0 10'20' 20' 40' N O R T H

LD101

OVERALL

DEMOLITION PLAN

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GRADING LEGEND:

EXISTING CONTOUR

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

BIOSWALE FLOWLINE

DRAIN GRATE INLET

4" DIA. ADS PIPE

MEET AND MATCH GRADE

FINISH SURFACE ELEVATION *

INVERT & RIM OF PIPE *

HIGH POINT *

* NOTE THAT ONLY THE LAST TWO DIGITS OF ELEVATION

NUMBER IS USED (i.e. 6154.50 IS SHOWN AS 54.50)

GRADING NOTES:

1. GRADING AROUND EXISTING AND PROTECTED

TREES TO BE DONE IN MANNER TO PROVIDE THE

MOST PROTECTION TO EXISTING ROOTS AND DRIP

LINE OF TREE.

2. ALL SIDEWALK GRADES TO BE A MINIMUM OF 1%

AND MAXIMUM OF 5% WITH A CROSS SLOPE OF 2%.

3. NOTIFY OWNER UTILITIES PRIOR TO CONNECTING

TO ALL STORM DRAINS.

00.00

HP 00.00

INV. 00.00

RIM 00.00

476148

A

CAREY AVENUE

CAREY AVENUE

52 51 50 49

53 52 51

53 53

5.0% 53.50

53.33

53.30

A 401

LG101

OVERALL GRADING

PLAN

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0 5'10' 10' 20' N O R T H

0 10'20' 20' 40' N O R T H

OVERALL PLAN ENLARGEMENT A

0 5'10' 10' 20' N O R T H

KEYMAPKEYMAP

KellyHafner Text Box ADJUSTMENT WILL BE ALLOWED FOR THE FINAL LOCATION OF THE SIDEWALK BASED ON FIELD CONDITIONS, GROUNDWATER, AND OTHER UNKNOWNS NOT VISIBLE WITHOUT EXCAVATION OR FIELD STAKING. THE GENERAL INTENT OF THE PLANS IS PROVIDED WITH DETAILS TO MEET A RANGE OF FIELD CONDITIONS.

SEQUENCING OF WORK SHALL INCLUDE AN INITIAL FEILD LAYOUT AND GRADE STAKING OF WALKS BY CONTRACTOR. NOTE FIELD CUT AND FILL STAKING AT REGULAR INTERVALS ALONG THE PATHWAYS. INITIAL LAYOUT AND GRADES WILL BE REQUESTED TO BE REVIEWED BY THE ARCHITECT AND OWNER. APPROVAL OF FINAL LAYOUT DIRECTION SHALL BE MADE IN THE FIELD BY CONTRACTOR, ARCHITECT, AND OWNER. ALL ACCESSIBLE PATHS LONGITUDINAL GRADES TO BE A MAXIMUM 20:1 H:V (5%) GRADE 5% AND MAXIMUM CROSS SLOPE OF 2%.

KellyHafner Text Box

BASIS OF BEARINGS:

WYOMING STATE PLANE COORDINATES,

EAST ZONE, NAD83-2011,

US SURVEY FEET, DISTANCES ARE GRID DISTANCES.

ELEVATIONS:

NAVD88, BASED ON BENCHMARK C-90.

ORIGINAL SURVEY BY: STEIL SURVEYING SERVICES, LLC TOPOGRAPHIC

SURVEY FOR CHEYENNE BOTANIC GARDENS, DATED MAY 2025

LOCAL CONTROL POINTS (SHOWN IN RED IN PLAN VIEWS)

KellyHafner Text Box 4.

5.

Snapshot

KellyHafner Snapshot

KellyHafner Snapshot

KellyHafner Snapshot

GRADING LEGEND:

EXISTING CONTOUR

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

BIOSWALE FLOWLINE

DRAIN GRATE INLET

4" DIA. ADS PIPE

MEET AND MATCH GRADE

FINISH SURFACE ELEVATION *

INVERT & RIM OF PIPE *

HIGH POINT *

* NOTE THAT ONLY THE LAST TWO DIGITS OF ELEVATION

NUMBER IS USED (i.e. 6154.50 IS SHOWN AS 54.50)

00.00

HP 00.00

INV. 00.00

RIM 00.00

476148

2.0%

1.5

5.0%

2.0%

2.0%

2.0%

2.0%

2.0%

1.0% 1.0%

1.0%

2.0%

2.0%

1.5

5.0%

4.2%

DR

AIN

AG

E P

IPE

1.5 % M

IN

51 50 49

53 52 51

INV OUT 47.80

54.50 54.50 HP 54.50 54.50

54.26 54.26 54.26

54.50 54.50

54.50 54.5054.50 53.5053.50

53.33

53.3053.30

53.20

53.70 53.70 53.70 53.70 53.70 51.20

53.00 52.00

51.00

53.71

50.42

50.00

INV. 48.80

RIM 49.80

INV 48.65

FS 50.25

INV 48.50

FS 50.45

INV 48.35

FS 52.00

GRADING NOTES:

1. GRADING AROUND EXISTING AND PROTECTED TREES TO

BE DONE IN MANNER TO PROVIDE THE MOST

PROTECTION TO EXISTING ROOTS AND DRIP LINE OF

TREE.

2. ALL SIDEWALK GRADES TO BE A MINIMUM OF 1% AND

MAXIMUM OF 5% WITH A CROSS SLOPE OF 2%.

3. NOTIFY OWNER UTILITIES PRIOR TO CONNECTING TO ALL

STORM DRAINS.

A 401

LG401

GRADING PLAN

ENLARGEMENT

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0 5'10' 10' 20' N O R T H0 5'10' 10' 20' N O R T H

KEYMAPKEYMAP

KellyHafner Text Box ADJUSTMENT WILL BE ALLOWED FOR THE FINAL LOCATION OF THE SIDEWALK BASED ON FIELD CONDITIONS, GROUNDWATER, AND OTHER UNKNOWNS NOT VISIBLE WITHOUT EXCAVATION OR FIELD STAKING. THE GENERAL INTENT OF THE PLANS IS PROVIDED WITH DETAILS TO MEET A RANGE OF FIELD CONDITIONS.

SEQUENCING OF WORK SHALL INCLUDE AN INITIAL FEILD LAYOUT AND GRADE STAKING OF WALKS BY CONTRACTOR. NOTE FIELD CUT AND FILL STAKING AT REGULAR INTERVALS ALONG THE PATHWAYS. INITIAL LAYOUT AND GRADES WILL BE REQUESTED TO BE REVIEWED BY THE ARCHITECT AND OWNER. APPROVAL OF FINAL LAYOUT DIRECTION SHALL BE MADE IN THE FIELD BY CONTRACTOR, ARCHITECT, AND OWNER. ALL ACCESSIBLE PATHS LONGITUDINAL GRADES TO BE A MAXIMUM 20:1 H:V (5%) GRADE 5% AND MAXIMUM CROSS SLOPE OF 2%.

KellyHafner Text Box 4.

5.

KellyHafner Snapshot

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476148

CAREY AVENUE SHANE SMITH GRAND

CONSERVATORY

CAREY AVENUE SHANE SMITH GRAND

CONSERVATORY

SHANE SMITH GRAND

CONSERVATORY

FROST FREE HYDRANT. RE:

DETAIL D/LS503

CONNECT DRINKING FOUNTAIN PER

MANUFACTURERS REQUIREMENTS

SEE DETAIL A/LS503

CONNECT 1 1/2" DIA.

SCH. 40 PVC DRINKING

FOUNTAIN DRAIN LINE

INTO DRY WELL

INFRASTRUCTURE.

MIN. 2% SLOPE

AREA INLET BASIN W/ 4" DIA.

CORRUGATED DRAINAGE

PIPE. RE: GRADING PLAN &

DETAIL E/LS507

EXISTING MUNICIPAL 16" POTABLE

WATER LINE

4" FROST FREE LINE PVC/HDPE

BURY 48" MIN. CONNECT

UPSTREAM OF IRR BACKFLOW.

DRY WELL. RE: DETAIL

D/LS507

ISOLATION VALVE, TYP.

EXISTING

SERVICE

TAPS/VALVES

OUTFALL DRAINAGE EMITTER

RE: GRADING PLAN & DETAIL

F/LS507

UTILITY NOTES:

1. EXCAVATION/TRENCHING AROUND EXISTING AND PROTECTED TREES

TO BE DONE IN MANNER TO PROVIDE THE MOST PROTECTION TO

EXISTING ROOTS AND DRIP LINE OF TREE.

2. CONTRACTOR TO PROVIDE AND INSTALL WATER LINE AND

ASSOCIATED COMPONENTS PER UNIVERSAL PLUMBING CODE

REQUIREMENTS.

3. NOTIFY OWNER OF UTILITY INSTALLATION PRIOR TO ALL UTILITY WORK.

4. REFER TO IRRIGATION SPECIFICATIONS FOR FITTINGS AND OTHER

RELATED ITEMS.

5. CONTRACTOR TO PROVIDE WINTERIZATION FOR 1 YEAR.

6. REFER TO MANUFACTURER FOR ALL INSTALLATION REQUIREMENTS.

7. MUNICIPAL WATER LINE LOCATION IS DIAGRAMMATIC AND FOR

REFERENCE ONLY. FIELD VERIFY ALL EXISTING UTILITIES.

8. REFER TO CITY OF CHEYENNE STANDARDS AS REQUIRED.

UTILITY LEGEND:

EXISTING 16" MUNICIPAL LINE. RE: NOTE 7.

PROPOSED 34" FROST FREE WATER LINE

OUTFLOW/DRAIN LINE

LIMIT OF WORK

ISOLATION VALVE

0 10'20' 20' 40' N O R T H

UT101

OVERALL UTILITY

PLAN

Sheet

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Date:

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1/20/2026

BID SET

TH

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1' - 6"

3' - 6"

(4)1/2"X12"

ANCHOR BOLTS

10"X10"X1/2"

BASE PLATE

(3)#3 TIES

(4)#6 BARS VERTICALLY,

BEND INTO FOOTING

(3)#6 BARS EACH WAY, TOP

& BOTTOM OF FOOTING

(3)#3 TIES

3"X3"X12" FOOTING W/(3)#6

BARS EACH WAY TOP &

BOTTOM OF FOOTING

18"X18"X30" PIER W/(4)#6

BARS VERTICALLY

1' - 6"

3' - 6"

28' - 0" 28' - 0"

S-1

56' - 0"

PROJECT SUMMARY

BUILDING ADDRESS:

TYPE OF CONSTRUCTION:

BUILDING HEIGHT:

PROPOSED USE:

710 S. LIONS PARK DR., CHEYENNE, WY

V-B

12' +/- FT

SHELTER

SPECIFICATIONS:

ALL WORK SHALL BE IN ACCORDANCE WITH ALL

APPLICABLE LOCAL AND STATE CODES

INCLUDING, BUT NOT LIMITED TO THE 2024

INTERNATIONAL BUILDING CODE, 2024

INTERNATIONAL FIRE CODE.

CONTRACTOR TO VERIFY ALL DIMENSIONS AND

CONDITIONS ON DRAWINGS WITH ACTUAL FIELD

CONDITIONS.

INSTALL AND CONSTRUCT ALL WORK IN

ACCORDANCE WITH THE MANUFACTURER'S

RECOMMENDATIONS, ANCHORING ALL

COMPONENTS PLUMB, LEVEL, SQUARE AND

FIRMLY IN PLACE IN FIRST CLASS MANNER AND

WORKMANSHIP ACCORDING TO STANDARD

CONSTRUCTION PRINCIPLES.

REPLACE OR REPAIR ANY DAMAGED

SURFACES, FILL AND PATCH HOLES, ETC. TO

MATCH ADJACENT SURFACES AFTER ALL

ALTERATIONS AND WORK IS COMPLETED.

CONCRETE: All normal weight concrete to be min 3500 psi @28 days with maximum 4 slump.

Reinforcing to be min 40 ksi.

FOUNDATION: 2,000 psf Assumed soil bearing capacity per provided Geotechnical Report (JB ENGINEERS No. 01-25027).

STRUCTURAL STEEL: Structural steel members ASTM A992; Hollow Structural Sections ASTM A500 Gr. B; Bolts, Nuts, Washers ASTM A307;

Anchor Bolts ASTM A307; Welding materials AWS D1.1; Type Required for being welded; Shop prime structural steel members. Do not prime surfaces that will be field welded or in contact with concrete. Exposed steel to be painted.

o w n e r:

s h e e t n o date:

revised:

checked:

drawn:

12-17-2025

CMR

12/17/2025 4:54:03 PM C:\Users\Cade\Dwel, Inc. Dropbox\Active Projects\RVi - Russel Mills\Cheyenne Botanic Gardens\Cheyenne Botanic Garden 12-17-2025.rvt

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12/17/2025

CJMZ

1/2" = 1'-0"

SHELTER FOUNDATION

1/4" = 1'-0"

FOUNDATION PLAN

A

CAREY AVENUE

476148

CAREY AVENUE

'-3

PA

PEDESTRIAN

SCALE LIGHT

POLE. RE:

ELEC

R16'-0"

R70'-0"

R30'-0"

R2 1'-

0"

R79'-0"

R3'-0"

9'-0" M

IN

PAVEMENT

CONCRETE

LS501

A

A 401

4" CONCRETE

STD. GRAY

SAND FINISH

SITE LEGEND:

4" COLOR CONCRETE

SOLOMON COLOR: 288 GINGER OR

APPROVED EQUAL

BIOSWALE MEDIA - RE:

BIOSWALE DETAIL

BENCH

LIMIT OF WORK

TRIAL GARDEN BED

TEACHING GARDEN BED (STD.)

TEACHING GARDEN BED (ADA)

DRINKING FOUNTAIN & BOTTLE FILLER

FROST FREE HYDRANT

GRILL (NIC)

LITTER RECEPTACLE (OFOI)

PEDESTRIAN SCALE LIGHT POLE

TO MATCH CBG STD. RE: ELEC

PICNIC TABLE - STD./ADA

EXPANSION JOINT

SITE NOTES:

1. CAD FILES AVAILABLE FROM LANDSCAPE

ARCHITECT FOR CONSTRUCTION

SURVEY PURPOSES.

2. NORTHING AND EASTING (NE) ON ALL

RADII INDICATES CENTER POINT OF

RADIUS.

3. ALL SHRUB BED EDGES TO BE LAID OUT

WITH SMOOTH CURVES TANGENT TO

EACH OTHER.

4. BOULDER SEATWALLS TO BE SET PRIOR

TO POURING CONCRETE. SEATWALLS TO

FUNCTION AS FORMS-REFER TO DETAILS.

5. ALL CONCRETE PAVEMENT JOINTS TO BE

SAWCUT AS INDICATED ON PLANS.

6. ALL BOULDER SIZES ARE GENERAL, DUE

TO NATURAL APPEARANCE.

4'x2'x2' 3

6'x2'x2' 1

SEATWALL BOULDER SCHEDULE

SYM SIZE (LXWXH) QTY

SITE LEGEND:

SEATWALL BOULDER NOTES:

1. BOULDERS TO BE SOURCED FROM LYONS

SANDSTONE QUARRY & FABRICATION OR

APPROVED EQUAL.

LS101

OVERALL SITE PLAN

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BID SET

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0 5'10' 10' 20' N O R T H

0 10'20' 20' 40' N O R T H

KEYMAP

OVERALL PLAN ENLARGEMENT A

KEYMAP

CAREY AVENUE

476148

CAREY AVENUE

ADD ALTERNATE SITE LEGEND:

4" COLOR CONCRETE

SOLOMON COLOR: 413 CLAY OR APPROVED EQUAL

ADD ALTERNATE EXTENTS

LIMIT OF WORK (BASE BID)

SITE NOTES:

1. CAD FILES AVAILABLE FROM LANDSCAPE

ARCHITECT FOR CONSTRUCTION

SURVEY PURPOSES.

2. NORTHING AND EASTING (NE) ON ALL

RADII INDICATES CENTER POINT OF

RADIUS.

3. ALL SHRUB BED EDGES TO BE LAID OUT

WITH SMOOTH CURVES TANGENT TO

EACH OTHER.

4. BOULDER SEATWALLS TO BE SET PRIOR

TO POURING CONCRETE. SEATWALLS TO

FUNCTION AS FORMS-REFER TO DETAILS.

5. ALL CONCRETE PAVEMENT JOINTS TO BE

SAWCUT AS INDICATED ON PLANS.

6. ALL BOULDER SIZES ARE GENERAL, DUE

TO NATURAL APPEARANCE.

LS101B

OVERALL SITE PLAN -

ADD ALTERNATE

Sheet

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1/20/2026

BID SET

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0 10'20' 20' 40' N O R T H

OVERALL PLAN - ADD ALTERNATE

192'-0"

5'-0"

MIN

'-0

9'-0"

9'- 0"

M

IN

9'-0" MIN

'-3

49'-0"

'-0

65'-0"

12'-0" 5'-0"

MIN

5'-0"

'-6

143'-0"

5'-0"

MIN

5'- 0"

MI

N

R9 1'-

6"

R48'-6"

R36'-6"

R5 '-6

R2 0'-

0"

R10'-6"

R1 8'-

0"

R7'-0

R19 '-6"

R1 0'-

6"

R82'-6"

R39'-6"

R27'-6"

R8'-0"

R5'-0

R5'-0"

R10'-0"

R3 0'-

0"

R8 '-0

R2 3'-

0"

R8'-6"

R3 2'-

0"

R8'-6"

R8'-0"

R4'-0"R8 '-6

R4'-0"

R10'-0"

R1 0'-

0"

R7'-0"

R8'-0"

R8'-6"

R1 0'-

0"

PA PA

PA PA PA

PA PA

PA

PAPAPAPA

PA

PA

PA PA

PA

PA PA

PA

PA PA

PA

PA

PA

PA

PA PA

PA

PA PA

PA

PA

PA PA

PA

PA

PA

PA

PA

PA

PA

PA PA PA

PA PA PA

PAPA PA

PA

PA

PA

RELOCATED SOLAR

PANEL. RE: ELEC

PEDESTRIAN

SCALE LIGHT

POLE. RE:

ELEC

PEDESTRIAN

SCALE LIGHT

POLE. RE:

ELEC

EXISTING SOLAR BATTERY

R13'-0"

BENCH

LS507

C

VINE TRELLIS

LS504

A

DRAINAGE BIOSWALE

LS501

F

SECTION, TYP.

RAISED BED

LS505

A

SEATWALL

BOULDER

LS501

B

FENCE

SECURITY

LS503

B

ACCESS GATES

LS503

C

SIGNAGE

ENTRY

LS504

E

SECURITY FENCE

LS503

B

SHELTER- PLAN

LS502

A

STL. PANEL

PERFORATED

LS502

C

STD./ADA

PICNIC

TABLE

LS504

B/C

SHED

LS507

A

ACCESS GATES

LS503

C

PROTECTION

HAIL

LS506

C

GRILL COVER

LS504

D

RECEPTACLE

LITTER

LS507

B

BIOSWALE

DRAINAGE

LS501

F

BENCH

LS507

C

FROST FREE HYDRANT

LS503

D

& BOTTLE FILLER

DRINKING FOUNTAIN

LS503

A

DRY WELL

LS507

D

4" CONCRETE

STD. GRAY

SAND FINISH

SITE LEGEND:

4" COLOR CONCRETE

SOLOMON COLOR: 288 GINGER OR

APPROVED EQUAL

BIOSWALE MEDIA - RE:

BIOSWALE DETAIL

BENCH

LIMIT OF WORK

TRIAL GARDEN BED

TEACHING GARDEN BED (STD.)

TEACHING GARDEN BED (ADA)

PICNIC TABLE - STD./ADA

EXPANSION JOINT

DRINKING FOUNTAIN & BOTTLE FILLER

FROST FREE HYDRANT

GRILL (NIC)

LITTER RECEPTACLE (OFOI)

PEDESTRIAN SCALE LIGHT POLE

TO MATCH CBG STD. RE: ELEC

4'x2'x2' 3

6'x2'x2' 1

SEATWALL BOULDER SCHEDULE

SYM SIZE (LXWXH) QTY

SITE LEGEND:

SEATWALL BOULDER NOTES:

1. BOULDERS TO BE SOURCED FROM LYONS

SANDSTONE QUARRY & FABRICATION OR

APPROVED EQUAL.

A 401

SITE NOTES:

1. CAD FILES AVAILABLE FROM LANDSCAPE

ARCHITECT FOR CONSTRUCTION

SURVEY PURPOSES.

2. NORTHING AND EASTING (NE) ON ALL

RADII INDICATES CENTER POINT OF

RADIUS.

3. ALL SHRUB BED EDGES TO BE LAID OUT

WITH SMOOTH CURVES TANGENT TO

EACH OTHER.

4. BOULDER SEATWALLS TO BE SET PRIOR

TO POURING CONCRETE. SEATWALLS TO

FUNCTION AS FORMS-REFER TO DETAILS.

5. ALL CONCRETE PAVEMENT JOINTS TO BE

SAWCUT AS INDICATED ON PLANS.

6. ALL BOULDER SIZES ARE GENERAL, DUE

TO NATURAL APPEARANCE.

LS401

OVERALL SITE PLAN

Sheet

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Date:

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1/20/2026

BID SET

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0 5'10' 10' 20' N O R T H0 5'10' 10' 20' N O R T H

KEYMAP

PA

PA

PA

PA

PA

Sheet

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Date:

ED

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1/20/2026

BID SET

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LS501

SITE DETAILS

Sheet

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1/20/2026

BID SET

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LS502

Checked By:

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Date:

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1/20/2026

BID SET

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LS503

Checked By:

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Date:

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1/20/2026

BID SET

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LS504

Checked By:

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Date:

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1/20/2026

BID SET

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LS505

Checked By:

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Date:

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1/20/2026

BID SET

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LS506

AREA INLET - 12" DIA.

Sheet Name

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BID SET

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LS507

FEEDER SCHEDULE LNS

1/16/26

DRAWN

BY:

CHECKED

BY:

JOB

NUMBER:

DATE:

C h e y e n n e

B o ta n ic a l G a rd e n s

S

L io n s P a rk

D r.

C h e y e n n e W Y

25-266

E d u c a ti o n A g ri c u lt u re

T ri a l G a rd e n

1/16/26

LNS

E-1

N o te s, S c h e d u le s

O n e L in e

D ia g ra m

DEVICE MOUNTING HEIGHT DETAIL

SWITCHESLEGEND

OUTLETS

DESIGNATIONS

SOUND and SIGNALCIRCUITRY and RACEWAYS

CONTROL

SWITCHES

C

A

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E

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A

V

E

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U

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LNS

1/16/26

DRAWN

BY:

CHECKED

BY:

JOB

NUMBER:

DATE:

C h e y e n n e

B o ta n ic a l G a rd e n s

S

L io n s P a rk

D r.

C h e y e n n e W Y

25-266

E d u c a ti o n A g ri c u lt u re

T ri a l G a rd e n

1/16/26

LNS

E-2

S it e

E le c tr ic a l P la n

GENERAL SITE NOTES:

IRRIGATION LEGEND

IRRIGATION MAINLINE: SCH40 PVC : 1.5"

POTABLE FROST FREE LINE MAINLINE: 1-INCH HDPE/PVC SEE LANDSCAPE PLANS

SPRINKLER LATERAL: 1" HDPE 80 PSI

SLEEVING: CL200 PVC : 2xNOMINAL SIZE OF CONTAINED PIPE OR WIRE BUNDLE

WINTERIZATION ASSEMBLY

BACKFLOW PREVENTOR

REMOTE CONTROL VALVE: RAIN BIRD PEB

DRIP REMOTE CONTROL VALVE: RAIN BIRD XCZ-100-PRB-COM

A IRRIGATION CONTROLLER: RAIN BIRD ESP 2WIRE

CONTROLLER AND STATION NUMBER

FLOW (GPM)

NOMINAL VALVE SIZE

7.8

1"

A

TREE BUBBLER: RAIN BIRD RWS-M-B-1401

2 PER TREE, 0.5 GPM PER TREE

MPROTATOR: HUNTER PROSPRAY PRS-40-12 40 PSI

NOZZLE 10H: 0.4 GPM, 14.0'

NOZZLE 10Q: 0.2 GPM, 14.0'

NOZZLE 20H: 0.7 GPM, 19.0'

NOZZLE 20Q: 0.4 GPM, 20.0'

NOZZLE SSTR: 0.4 GPM, 30.0'

POST MOUNTED ROTARY SPRINKLER: HUNTER I-20-12-SS

NOZZLE #3 : 3.0 GPM, 38'

SS

0.5

RS RAIN/FREEZE SENSOR: RAIN BIRD WR2-RFC

CAREY AVENUE

6150 61 476148

CAREY AVENUE

CAREY AVENUE

A

MOUNT CONTROLLER ON/IN SHED. COORDINATE

POWER AND EXACT LOCATION WITH CITY STAFF.

INSTALL CONTROL CABLE NOT ADJACENT TO

MAINLINE IN 0.75-INCH PVC CONDUIT

TEE OFF OF FROST FREE POTABLE LINE. STAKE BACKFLOW AND

VALVE LOCATIONS WITH CITY STAFF BEFORE CONSTRUCTION.

MATCH EXISTING LARGE RADIUS ROTORS

IRRIGATING ADJACENT ZONES ON MAIN PARK

SYSTEM. STAKE EXACT HEAD LOCATIONS AND

COORDINATE WITH CITY STAFF FOR NEAREST

VALVE LOCATION.

MATCH EXISTING LARGE RADIUS ROTORS

IRRIGATING ADJACENT ZONES ON MAIN PARK

SYSTEM. STAKE EXACT HEAD LOCATIONS AND

COORDINATE WITH CITY STAFF FOR NEAREST

VALVE LOCATION.

MOUNT SPRINKLERS TO STRUCTURE POSTS 6' ABOVE

CONCRETE. USE SWEEP ELLS TO EXTEND SLEEVE UP

THROUGH CONCRETE SLAB.

MOUNT SPRINKLERS TO FENCE POSTS 6' ABOVE

CONCRETE.

INSTALL 1 SLEEVE PER POST MOUNTED

SPRINKLER.

3/4-INCH POTABLE METER AND FROST

FREE LINE. SEE LANDSCAPE PLANS.

2020 1010

1.5

1"

A

7.4

1"

A

1.9

1"

A

5.2

1"

A

7.8

1"

A

1"

A

1"

A

6.2

1"

A

1"

A

20 20 20

20 20

SSSSSSSSSSSSSSSSSSSSSSSSSSSSSS

20 20

3 3 3 3 3 3

3 3 3

0.5

0.5 0.5

RS

TGTG

D

EC

EM

BE

R

5, TG TG

C B

G E

A

TS

I rr ig at io n

Pl an

Th e

Ir ri ga ti on E ng in ee rs

A la n St

F t.

C ol lin s, C

O

7.

9.

w w

.Ir rig at io nE ng in ee rs .c om

IR-1

SCALE MUST MEASURE 1 INCH OR DRAWING IS NOT TO SCALE.

0' 20'10' 40' 60'

1" = 20'

1. INSTALL SYSTEM TO IRRIGATE NEW LANDSCAPING. 12-INCH POP UP

SPRINKLERS WILL IRRIGATE PLANTING AREAS SURROUNDING THE

GARDEN. BUBBLERS WILL IRRIGATE NEW TREES. RAISED

PLANTING BEDS WILL BE IRRIGATED WITH POST MOUNTED

ROTARY SPRINKLERS.

2. WATER SOURCE: A 3/4-INCH POTABLE FROST FREE SERVICE LINE

SERVES FROST FREE HYDRANTS AND A DRINKING FOUNTAIN. TEE

OFF OF POTABLE LINE AND INSTALL IRRIGATION BACK FLOW AT

LOCATION INDICATED. SYSTEM IS DESIGNED FOR A DYNAMIC

PRESSURE OF 75 PSI AT 12 GPM. VERIFY DYNAMIC PRESSURE

ONSITE BEFORE INSTALLATION OF SYSTEM.

3. CONTROLLER: WALL MOUNT CONTROLLER IN/ON SHED AT NORTH

END OF GARDEN. CONTROL WILL BE VIA TWO WIRE PATH AND

DECODERS. GROUND CONTROL CABLE PER MANUFACTURER'S

RECOMMENDATION. CONTROL CABLE NOT ADJACENT TO

MAINLINE TO BE INSTALLED IN CONDUIT AND PROTECTED WITH

WARNING TAPE.

4. THE ENTIRE INSTALLATION SHALL FULLY COMPLY WITH ALL LOCAL

AND STATE LAWS AND ORDINANCES AND WITH ALL THE

ESTABLISHED APPLICABLE CODES.

5. UTILITY LOCATES ("CALL BEFORE YOU DIG"): ARRANGE FOR AND

COORDINATE WITH GENERAL CONTRACTOR AND LOCAL

AUTHORITIES THE LOCATION OF ALL UNDERGROUND UTILITIES.

CALL 1-800-849-2476.

6. WARRANTY IRRIGATION SYSTEM FOR ONE (1) YEAR FROM THE

DATE OF FINAL ACCEPTANCE OF WORK.

7. DO NOT PROCEED WITH THE INSTALLATION OF IRRIGATION

COMPONENTS WHEN IT IS OBVIOUS IN THE FIELD THAT

OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT WERE NOT

CONSIDERED IN THE ENGINEERING. IF DISCREPANCIES IN THE

CONSTRUCTION DOCUMENTS OR FIELD CONDITIONS EXIST, BRING

THEM TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE.

8. SLEEVING WILL BE INSTALLED BY THE IRRIGATION CONTRACTOR.

SLEEVES ARE REQUIRED FOR BOTH PIPING AND CONTROL WIRING

AT EACH HARDSCAPE CROSSING. SIZE SLEEVES TO BE TWICE THE

SIZE OF THE PIPE OR WIRE BUNDLE THAT IS CARRIED IN SAID

SLEEVE.

9. MAINLINE PIPE:

a. USE SCHEDULE 40 NSF APPROVED RIGID PVC PIPE.

b. USE SOLVENT WELD PIPE.

c. USE SCHEDULE 40, TYPE 1, PVC SOLVENT WELD FITTINGS. USE

PRIMER APPROVED BY THE PIPE MANUFACTURER.

d. MAINLINE PIPE IS 1.5" NOMINAL SIZE UNLESS INDICATED

OTHERWISE.

e. CONDUCT A MAINLINE PRESSURE TEST AT AVAILABLE

PRESSURE OVER ONE HOUR, ALLOWABLE PRESSURE DROP IS

2 PSI.

f. MAINLINE PIPE TO BE BURIED WITH 24-INCHES OF COVER.

10. LATERAL PIPE:

a. MINIMUM LATERAL PIPE SIZE IS 1".

b. USE FLEXIBLE POLYETHYLENE PIPE RATED FOR AT LEAST 80

PSI FOR ALL PIPE 1-1/2” AND SMALLER LATERAL PIPE CAN BE

USED. USE PLASTIC TYPE PVC OR NYLON INSERT FITTINGS

AND SADDLE TEES.

c. SPRINKLER LATERAL PIPE TO BE BURIED WITH 14-INCHES OF

COVER.

11. COMPACT TRENCHES IN 6-INCH LIFTS TO 90% PROCTOR DENSITY.

PUDDLING OF TRENCHES IS NOT ALLOWED.

12. ADJUST EACH SPRINKLER TO PROVIDE COMPLETE AND OPTIMUM

COVERAGE WITH MINIMUM OVERSPRAY ONTO HARDSCAPE.

13. PROVIDE TWO (2) OPERATING KEYS FOR EACH TYPE OF

MANUALLY OPERATED VALVE.

14. FURNISH ACCURATE REPRODUCIBLE “AS-BUILT” DRAWINGS

SHOWING FIELD CHANGES IN LAYOUT AND EQUIPMENT

INSTALLATION. AS-BUILT DRAWINGS TO BE PLOTTED OUT FULL

SCALE ALSO INCLUDE AN ELECTRONIC COPIES IN AUTOCAD AND

ADOBE ACROBAT (PDF) FORMAT.

15. CLEAN UP ALL DEBRIS RELATED TO THE JOB, AND LEAVE THE

SITE IN A CLEAN TIDY CONDITION.

16. TEST AND DEMONSTRATE TO THE OWNER'S REPRESENTATIVE

THE SATISFACTORY OPERATION OF THE SYSTEM.

17. THE CONTRACTOR SHALL PROVIDE A SEASONAL MAINTENANCE

SCHEDULE WHICH SHALL BEGIN ON APRIL 15TH AND END ON

OCTOBER 15TH TO ENSURE THE EFFICIENCY AND LONGEVITY OF

THE IRRIGATION SYSTEM. THE MAINTENANCE SCHEDULE SHALL

INCLUDE BUT IS NOT LIMITED TO THE FOLLOWING LIST OF BEST

MANAGEMENT PRACTICES:

· CHECK HEADS FOR COVERAGE AND LEAKAGE.

· CHECK CONTROLLER PROGRAMMING AND ADJUST FOR

SEASONAL CHANGES AS NECESSARY.

· VERIFY THAT THE WATER SUPPLY AND PRESSURE ARE AS

STATED IN THE DESIGN.

· CERTIFY THE BACKFLOW PREVENTION DEVICE AND SUBMIT

TEST RESULTS TO THE PROPERTY MANAGER.

· PERIODICALLY VERIFY THE THE SENSORS IN THE IRRIGATION

SYSTEM ARE OPERATING CORRECTLY.

· WINTERIZATION AND SPRING START UP PROCEDURES.

NOTES

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I rr ig at io n

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IR-2

NOTE:

1. FURNISH FITTINGS, PIPE AND

BACKFLOW SIZED IDENTICALLY WITH

NOMINAL IRRIGATION TAP SIZE.

[J]

[K]

[L]

[M] [N]

[P] [Q]

[R]

[O]

4' MIN. COVER

12" MIN.

[A]

[G]

[H]

[E]

[F]

[D]

[B] [C]

[I]

[A] COPPER TEE WITH 3/4 -INCH RISER AND

QUICK COUPLER

[B] STANDARD IRRIGATION VALVE BOX

[C] FINISH GRADE/TOP OF MULCH

[D] 6-INCH PVC CL 200 PIPE (LENGTH AS

REQUIRED)

[E] THREADED BRONZE GATE VALVE WITH

SOLID WEDGE NON-RISING STEM

[F] BRICK (1 OF 4)

[G] COPPER MALE ADAPTER

[H] TYPE K COPPER MAINLINE FROM WATER

METER

[I] TYPE K COPPER TO BACKFLOW

[J] BACKFLOW PREVENTER ENCLOSURE: LE

MEUR SINGLE SWING HINGE OR EQUAL

[K] REDUCED PRESSURE BACKFLOW

PREVENTION DEVICE WITH FULL PORT

BRONZE BALL VALVES. SAME SIZE AS

TAP

[L] 3/4 -INCH COPPER NIPPLE WITH CAP

[M] CL200 PVC PIPE SLEEVE (1 OF 2)

[N] 4-INCH THICK CONCRETE PAD

[O] TYPE K COPPER PIPE (TYPICAL) (LENGTH

AS REQUIRED)

[P] COPPER FEMALE ADAPTER

[Q] SCH 40 PVC MALE ADAPTER

[R] PVC MAINLINE

[A] ID TAG

[B] WATER PROOF CONNECTORS (4)

[C] DECODER

[D] REMOTE CONTROL VALVE (AS SHOWN IN

LEGEND)

[E] FINISH GRADE/TOP OF MULCH

[F] PVC SCH 80 NIPPLE (CLOSE)

[G] CONTROL CABLE: 30-INCHES IN VALVE BOX

[H] STANDARD VALVE BOX WITH NON LOCKING

COVER

[I] PVC SCH 40 ELL

[J] PVC SCH 80 NIPPLE (LENGTH AS REQUIRED)

[K] BRICK (1 OF 4)

[L] SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN)

AND SCH 40 ELL

[M] PVC MAINLINE PIPE

[N] PVC SCH 40 TEE OR ELL

[O] PVC BALL VALVE: SAME SIZE AS RCV

[P] 3-INCH MINIMUM DEPTH OF 3/4-INCH

WASHED GRAVEL

[Q] SCH 40 MALE ADAPTER

[R] PVC LATERAL PIPE

3" MIN.

[A]

[B][C]

[D]

[E]

[F]

[G] [H]

[I]

[J] [K]

[L] [M]

[N]

[O] [P] [Q]

[R]

[A] DRIP REMOTE CONTROL VALVE KIT:

AS SHOWN IN LEGEND

[B] ID TAG

[C] DECODER

[D] WATER PROOF CONNECTORS (4)

[E] FINISH GRADE/TOP OF MULCH

[F] JUMBO VALVE BOX

[G] PVC BALL VALVE: NOMINAL SIZE OF

CONTROL VALVE

[H] SCH 80 THREADED NIPPLE

[I] SCH 40 ELL

[J] BRICK SUPPORTS (4)

[K] 3/4-INCH WASHED GRAVEL

[L] 2 WIRE CONTROL CABLE

[M] MAINLINE

[N] PE DRIP TUBING/PVC DRIP

MANIFOLD

[A]

[B]

[C]

[D]

[E]

[F]

[G]

[H]

[I]

[J][K]

[L]

[M]

[N]

NOTES:

1. 4" (10,2 CM) GRATE IS ALSO AVAILABLE IN PURPLE (RWS-GRATE-P).

2. INSTALL PRODUCT SO THAT THE GRATE IS EVEN WITH FINISH GRADE OR TOP OF MULCH.

3. OPTIONAL SAND SOCK (RWS-SOCK) IS 34" (86,4 CM) IN LENGTH TO COVER MESH BASKET AREA.

4. WHEN INSTALLING IN EXTREMELY HARD OR CLAY SOILS, ADD 3/4" (1,9 CM) GRAVEL UNDER AND

AROUND THE UNIT TO ALLOW FASTER WATER INFILTRATION AND ROOT PENETRATION.

5. ONCE RWS HAS BEEN INSTALLED FILL THE BASKET WITH PEA GRAVEL BEFORE LOCKING LID.

6. INSTALL 3 RWS ASSEMBLIES PER DECIDUOUS TREE, 2 RWS ASSEMBLIES PER CONIFEROUS TREE.

[A] ROOT WATERING SYSTEM:

RAIN BIRD RWSM-B-C-1402 (INCLUDES

RETAINER, 18" TUBE, 0.5 GPM

BUBBLER & INTEGRATED CHECK

VALVE, 4" GRATE, VERSATILE SWING

ASSEMBLY WITH 1/2" M NPT INLET)

[B] BUBBLER: RAIN BIRD 1402 0.5 GPM

[C] FINISH GRADE/TOP OF MULCH

[D] 4" LOCKING GRATE

[E] 12" SWING ASSEMBLY

[F] 1

2" MALE NPT INLET

[G] PVC SCH 40 TEE OR EL

[H] PVC OR POLYETHYLENE LATERAL PIPE

[I] 4" WIDE X 18" LONG RIGID BASKET WEAVE

CANISTER

[A]

[B]

[C]

[D]

[E]

[F]

[G]

[H]

[I]

1 BACKFLOW PREVENTION

ASSEMBLY 2 REMOTE CONTROL VALVE

ASSEMBLY 3 DRIP REMOTE CONTROL

VALVE ASSEMBLY

5 SPRINKLER

ASSEMBLY 6 BUBBLER

ASSEMBLY

[A] 12-INCH POP UP SPRAY: SEE LEGEND

[B] FINISH GRADE/TOP OF MULCH

[C] SIDE INLET PLUG.

[D] LATERAL PIPE: SEE LEGEND

[E] SERVICE TEE OR ELL

[F] FIELD BUILT SWING ARM

[B]

[A]

[D][E]

FREEZE DAMAGE PREVENTION:

DO NOT USE SIDE INLET

INSTALL LATERAL AND SWING ARM LOW

ENOUGH THAT SPRINKLER AND SWING ARM

ASSEMBLY CAN DRAIN INTO LATERAL PIPE

DURING WINTERIZATION/BLOW OUT.

[C]

[F]

4 SPRINKLER

ASSEMBLY

[B]

[A]

[A] TOP OF PIPE: 6-FEET ABOVE CONCRETE SURFACE

[B] POP UP ROTARY SPRINKLER AS SHOWN IN LEGEND

[C] PVC SCH 40 STREET ELL (1 OF 3)

[D] 12-INCH SCH 80 NIPPLE

[E] PVC SCH 40 TEE OR ELL

[F] PVC SCH 40 RISER, LENGTH AS NEEDED

[G] LATERAL PIPE: SEE LEGEND

[H] SPRINKLER COVER: 4-INCH SCH. 40 STEEL PIPE W/

'POST GUARD' BOLLARD COVER. CUT HOLE IN

BOLLARD COVER FOR SPRINKLER OPERATION

[I] CUT DRAINAGE SLOT IN BOTTOM OF PIPE TO 1-INCH

ABOVE GRADE.

[J] STAINLESS STEEL GEAR CLAMP

[K] FENCE OR OTHER STRUCTURAL POST

[C]

[E] [G]

[D]

[F]

J

6" MIN.

[H]

[I]

[J]

[K]

CAREY AVENUE

CAREY AVENUE

CAREY AVENUE

CAREY AVENUE

CAREY AVENUE

EVERGREEN

TREE,

TYP.

ORNAMENTAL TREE, TYP.

SOD REPAIR IN

AREAS OF GRADING

DISTURBANCE AS

APPROPRIATE, TYP.

SOD REPAIR IN AREAS

OF GRADING

DISTURBANCE AS

APPROPRIATE, TYP.

DECIDUOUS SHADE

TREE, TYP.

TRIAL BED

LANDSCAPE LEGEND:

SOD REPAIR

(3 TYPE BLUEGRASS HYBRID BLEND W/

20% TEXAS BLUEGRASS)

PERIMETER PLANTING

RE: GENERAL LANDSCAPE NOTE 11

UPLAND NATIVE SEED MIX

TEACHING GARDEN BED

CUT FLOWER GARDEN

RE: GENERAL LANDSCAPE NOTE 11

DECIDUOUS SHADE

TREE

ORNAMENTAL TREE

EVERGREEN TREE

LIMIT OF WORK

BIOSWALE

GENERAL LANDSCAPE NOTES:

1. COMPARABLE PLANTS TO THE ONES SHOWN ON LANDSCAPING SCHEDULE MAY BE SUBSTITUTED BY OWNER

DUE TO AVAILABILITY.

2. ALL LANDSCAPING AND PLANTS TO BE LOCATED NOT TO INTERFERE WITH EXISTING OR PROPOSED UTILITIES CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND UTILITIES, LINES AND STRUCTURES PRIOR TO EXCAVATION OR TRENCHING. DAMAGE TO THESE UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT NO

COST TO THE OWNER OR LANDSCAPE ARCHITECT.

3. ALL PLANT MATERIALS SHALL BE IN ACCORDANCE WITH AAN (AMERICAN ASSOCIATION OF NURSERYMEN)

SPECIFICATIONS FOR NUMBER ONE GRADE.

4. PLANT QUANTITIES SHOWN FOR INFORMATION PURPOSES ONLY, CONTRACTOR TO VERIFY ALL QUANTITIES.

5. ALL TREE AND SHRUB LOCATIONS SHALL BE STAKED BY CONTRACTOR AND APPROVED BY LANDSCAPE

ARCHITECT.

6. PLANT SUBSTITUTIONS WILL NOT BE PERMITTED WITHOUT APPROVAL FROM LANDSCAPE ARCHITECT.

7. PLANTS SHALL BE INSTALLED IMMEDIATELY UPON DELIVERY TO SITE, IF THIS IS NOT POSSIBLE, PLANTS

SHALL BE HEELED IN AND WATERED TO PREVENT DEHYDRATION.

8. SOIL AMENDMENT:

SOD AREAS - 4 C.Y. PER 1,000 S.F. OF COMPOST TILLED INTO 4" OF EXISTING SOIL. APPLY DIAMONIUM

PHOSPHATE (18-46-0) AT ONE HUNDRED (100) POUNDS NITROGEN PER ACRE.

SHRUB AND PLANTING BEDS - 4" OF COMPOST TILLED INTO 6" OF EXISTING SOIL.

ACCEPTABLE PRODUCT: CLASS I COMPOST. COMPOSTED MATERIAL SHALL CONSIST OF AGED ORGANIC MATTER, FREE OF WEED OR OTHER NOXIOUS PLANT SEEDS, LUMPS, STONES, OR OTHER FOREIGN CONTAMINANTS HARMFUL TO PLANT LIFE, AND HAVING THE FOLLOWING CHARACTERISTICS BASED ON A NUTRIENT TEST PERFORMED NO LONGER THAN 3 MONTHS PRIOR TO ITS INCORPORATION INTO THE

PROJECT:

A. ORGANIC MATTER: 25% MINIMUM.

B. SALT CONTENT: 5.0 MMHOS/CM MAXIMUM

C. PH: 7.5 MAXIMUM.

D. CARBON TO NITROGEN RATIO OF 10:1 TO 20:1

9. INSTALL 4" OF ORGANIC WOOD MULCH IN EXISTING PLANTING BEDS AND TREE PLANTING PITS THAT HAVE

BEEN DISTURBED OR ENLARGED. MULCH TO MATCH EXISTING.

10. ALL DAMAGED OR DEAD PLANT MATERIAL TO BE REPLACED. CONTRACTOR TO PROVIDE WATER

THROUGHOUT CONSTRUCTION PERIOD.

11. SHRUB BED AREAS ARE TO BE FILLED IN AT A RATE OF 25% OF THE TOTAL AREA SHOWN. PLANTS TO BE STRATEGICALLY PLACED WHERE CONSTRUCTION ACTIVITIES DISTURBED THE FULLNESS OF PLANTINGS.

LP101

OVERALL SITE PLAN

Sheet

Sheet Name

Checked By:

Drawn By:

Date:

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1/20/2026

BID SET

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0 10'20' 20' 40' N O R T H

Scale: 1 1/2" = 1'-0"

8"

Sheet

Sheet Name

Checked By:

Drawn By:

Date:

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LP501

LANDSCAPE DETAILS